Pb-03-302 Up-Gradation Of Link Road Mdr-46 Basti Hargobind Sahib To Jhotiwala To Dhilwan Khurd To Muktsar-Ferozepur Road , Under Pmgsy Iii ( Batch-I , 2020-21 ) Block Faridkot In District Faridkot Under Package Pb-03-302, Faridkot-Punjab

TDR : 26444711

Tender Notice
BOQ

Expired

Faridkot , Punjab

Tender Brief : Pb-03-302 Up-Gradation Of Link Road Mdr-46 Basti Hargobind Sahib To Jhotiwala To Dhilwan Khurd To Muktsar-Ferozepur Road , Under Pmgsy Iii ( Batch-I , 2020-21 ) Block Faridkot In District Faridkot Under Package Pb-03-302

Document Fees
₹ 10000 /-

EMD
₹ 1922000.0 /-

Tender Value
₹ 9.60 Crore /-

Submission Date
14-01-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: UPGRADATION OF LINK ROAD MDR -46 BASTI HARGOBIND SAHIB TO JHOTIWALA TO DHILWAN KHURAD TO MUKATSAR-FEROZEPUR ROAD. BLOCK FARIDKOT, DISTT. FARIDKOT, PACKAGE NO. PB03-302 UNDER PMGSY-III (BATCH-1) YEAR 2020-21 LENGTH : 13.72 KM
1	1	Clearing and grubbing road	Item1
2	2	Clearing and grubbing road Land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.	Item2	5.77	Hec
3	3	Dismantling of existing sturcture	Item3
4	4	Dismantling of existing sturcture like as Dry Brick work comp. as per Specification.	Item4	419.83	Cum
5	5	Dismantling of flexible pavements	Item5
6	6	Dismantling of flexible pavements disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means	Item6	1988.06	Cum
7	7	Excavation for roadway	Item7
8	8	Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	Item8	6343.13	Cum
9	9	Construction of embankment	Item9
10	10	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per MoRD Specification clause\n301.5	Item10	15859.6	Cum
11	11	Construction of embankment	Item11
12	12	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	Item12	6343.13	Cum
13	13	Loosening, Levelling and Compacting original ground	Item13
14	14	Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1	Item14	8565.22	Cum
15	15	Brick edging	Item15
16	16	Prov. and Laying brick edging complete as per Pb PWD specification	Item16	27536.1	Metre
17	17	Granular Sub Base -	Item17
18	18	Granular Sub Base - Construction of granular sub base by Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as per specification,carrying the stone metal from stacks, spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.	Item18	1438.6	Cum
19	19	Granular Sub Base (Grading-I) -	Item19
20	20	Granular Sub Base (Grading-I) -	Item20
21	21	Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401	Item21	5662.63	Cum
22	22	Water Bound Macadam (Grading -I) -	Item22
23	23	Water Bound Macadam (Grading -I) -	Item23
24	24	Water Bound Macadam (Grading -I) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRD Specification Clause 405.	Item24	15634.7	Cum
25	25	Primer Coat -	Item25
26	26	Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502	Item26	77095.2	Sqm
27	27	Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503	Item27	77325.9	Sqm
28	28	Bituminous macadam -Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.4% transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.	Item28	3809.9	Cum
29	29	20mm Thick Open Graded Premix Carpet -	Item29
30	30	20mm Thick Open Graded Premix Carpet -	Item30
31	31	20mm Thick Open Graded Premix Carpet - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using Bitumen(VG-10 1.46 Kg per sqm)to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of Type ‘B as per MoRD specification clause 508.	Item31	77325.9	Sqm
32	32	Seal Coat -	Item32
33	33	Seal Coat - Providing and laying seal coat using Bitumen VG-10 for sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type ‘B’ as per\nMoRD specification clause 510.	Item33	77325.9	Sqm
34	34	CD Works	Item34
35	35	Dismentling of existing structure like as RCC work as per MORD specifications.	Item35	10.5	Cum
36	36	Dismentling of existing structure like	Item36
37	37	Dismentling of existing structure like culverts, bridge, retaining walls etc. (Brick work) and other structure of brick masonary, complete.	Item37	25.11	Cum
38	38	Earth work in excavation for foundation	Item38
39	39	Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material	Item39	2644.79	Cum
40	40	Providing Plain Cement Concrete 1:3:6 in open foundations	Item40
41	41	Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item41	201.68	Cum
42	42	Providing and Laying Reinforced Cement Concrete	Item42
43	43	Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (600 mm dia)	Item43	273.75	Rmt
44	44	Brick Masonry work in cement mortar 1:4	Item44
45	45	Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203	Item45	806.78	Cum
46	46	Brick Masonary work in cement mortar 1:4 in sub structure	Item46
47	47	Brick Masonary work in cement mortar 1:4 in sub structure complte except pointing and plastering as per drawing and technical specification Clauses 602, 603' 604, 1202, & 1204	Item47	160.64	Cum
48	48	Supplying and fixing of 4\" DIA PVC Pipe for weep holes	Item48	89.57	Rmt
49	49	Providing Plain Cement Concrete M-20 for Architectural	Item49
50	50	Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710	Item50	232.7	Rmt
51	51	Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 75mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710	Item51	49.98	Rmt
52	52	Plain cement concrete 1:2:4 M20 in open foundations	Item52
53	53	Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item53	72.43	Cum
54	54	Joint filler	Item54
55	55	Providing and fixing in position premoulded 20mm thick joint filler in expension joints for fixed & as per MORD Specification.	Item55	72	Rmt
56	56	Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure	Item56
57	57	Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per\ndrawings and technical specifications Clause 802,804,805,806,807,1202 & 1204	Item57	9.29	Cum
58	58	Plastering with Cement Mortar (1:4), 15 mm thick on	Item58
59	59	Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204	Item59	1118.66	Sqm
60	60	Plastering with Cement Mortar (1:4), 12 mm thick on	Item60
61	61	Plastering with Cement Mortar (1:4), 12 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204	Item61	26.92	Sqm
62	62	Deep struck Pointing	Item62
63	63	Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204	Item63	1005.18	Sqm
64	64	Painting two coats	Item64
65	65	Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and Technical Specification Clause 1701 (On architectural coping)	Item65	310.84	Sqm
66	66	Finishing walls with exterior decorative	Item66
67	67	Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade including preparation of surface complete as per CSR item no. 16.14 (On parapet)	Item67	230.94	Sqm
68	68	Supplying of Granular Material and backfilling as	Item68
69	69	Supplying of Granular Material and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8	Item69	90.35	Cum
70	70	Supplying of Fine sand and backfilling as filter	Item70
71	71	Supplying of Fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8	Item71	62.39	Cum
72	72	TMT Bars Fe500/550 reinforcement in superstructure	Item72
73	73	Supplying, fitting, and placing TMT Bars Fe500/550 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202	Item73	14.18	Mtr.
74	74	Cement Concrete (Plain / Reinforced) of Grade M25	Item76
75	75	Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Super Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item77	110.1	Cum
76	76	Provision of an Reinforced cement concrete crash barrier	Item78
77	77	Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians, constructed with M-40 grade concrete, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH- 3022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. as per CSR 22.12 A	Item79	88.13	Mtr.
78	78	Disposal of dismantled malwa	Item80
79	79	Disposal of dismantled malwa from site (As per CSR 5.2 (i)	Item81	10.5	Cum
80	80	Removing all types of Hume pipes	Item82
81	81	Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.	Item83	20	Rmt
82	82	Making bore and installation	Item84
83	83	Making bore and installation of pumping set for dewatering arrangements complete in all respects (considering 16 no. of bores & 5 m deep) CSR item no. 25.5	Item85	80	Mtr.
84	84	dewatering	Item86
85	85	Making dewatering arrangement by pumping set 4\"x4\" (Tractor driven) CSR Item no. 25.6	Item87	480	Hours
86	86	Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801	Item88
87	87	900 mm equilateral triangle	Item89
88	88	900 mm equilateral triangle	Item90	20	Nos
89	89	600 mm equilateral triangle	Item91
90	90	600 mm equilateral triangle	Item92	25	Nos
91	91	600 mm circular	Item93
92	92	600 mm circular	Item94	5	Nos
93	93	800 mm x 600 mm rectangular	Item95
94	94	800 mm x 600 mm rectangular	Item96	7	Nos
95	95	600 mm x 450 mm rectangular	Item97
96	96	600 mm x 450 mm rectangular	Item98	4	Nos
97	97	900 mm side octegon	Item99
98	98	900 mm side octegon	Item100	4	Nos
99	99	1200 x 900 mm Direction and place identification	Item101
100	100	1200 x 900 mm Direction and place identification	Item102	3	Nos
101	101	Place identification (800x600mm) retro-reflectorised sign	Item103
102	102	Providing and erecting direction and place identification (800x600mm) retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drqwings and Technical Specification Clause 1701	Item104	2	Nos
103	103	PMGSY Logo & Informatory sign board	Item105
104	104	Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item106	2	Nos
105	105	PMGSY Logo sign board with Logo	Item107
106	106	Providing and fixing of typical PMGSY Logo sign board with Logo as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 200x200x5mm in cement concrete M-20 (As per Drg.) grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item108	7	Nos
107	107	Rumble strips	Item109
108	108	Provision of 15 Nos. rumble strips covered with Open Graded Premix bituminous carpet using bitumen & Painted with white road marking paint. 15-20 mm high at centre, 250 mm wide placed at 1 m centre sto centre at approved locations to control speed, marked with white strips of road marking paint. (CSR 24.62A)	Item110	337.25	Rmt
109	109	Reinforced Cement Concrete M15 grade ordinary kilometre stone	Item111
110	110	Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 and Technical Specification Clause 1703	Item112	2	Nos
111	111	Reinforced Cement Concrete M15 grade 5th kilometre stone	Item113
112	112	Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703	Item114	11	Nos
113	113	Reinforced Cement Concrete M15 grade 200 metre	Item115
114	114	Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703	Item116	55	Nos
115	115	Boundary pillar	Item117
116	116	Supplying & fixing of 250mm dia NP Type-II RCC Pipe for Boundary pillar, complete as per drawing and technical Specification Clause 1704	Item118	78	Nos
117	117	PMGSY Citizen Informatory board	Item119
118	118	Providing and fixing of PMGSY Citizen Informatory board as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item120	6	Nos
119	119	Maintenance sign board	Item121
120	120	Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1	Item122	2	Nos
121	121	Road Marking with Hot Applied Thermoplastic	Item123
122	122	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads\non Bituminous Surface comp. as per MORD Specifications.	Item124	606.25	Sqm
123	123	First class Dry brick on ede flooring or paving	Item125
124	124	First class Dry brick on ede flooring or paving in ordinary bounded courses or in herring bond or other special courses/bond alongwith compaction work & preparation of sub grade with including loosening,leveling of earth 225 mm thick top layer,rough dressing of soil ,final dressing of earth to give level camber,watering ,rolling with road roller ,compacting the bed to achieve minimum dry density as give in Table 300-2 as per technical clause 305 of Morth & specification	Item126	384.75	Sqm
125	125	Credit of old material	Item127
126	126	Bricks	Item128	53393	Nos %
127	127	Brick Bats	Item129	222.48	Cum
128	128	Pipes	Item130	15	Nos
129	129	Credit old RCC Pipe (NP type-2) recived after dismantling of existing culverts	Item131	32	Nos
130	130	AMC for 1st Year (Fixed Rate =40817, bidder(s)/vendor(s) need not to quote for this)	Item132	13.72	KM
131	131	AMC for 2ndYear (Fixed Rate =53104, bidder(s)/vendor(s) need not to quote for this)	Item133	13.72	KM
132	132	AMC for 3rd Year (Fixed Rate =80196, bidder(s)/vendor(s) need not to quote for this)	Item134	13.72	KM
133	133	AMC for 4th Year (Fixed Rate =109864, bidder(s)/vendor(s) need not to quote for this)	Item135	13.72	KM
134	134	AMC for 5th Year (Fixed Rate =142298, bidder(s)/vendor(s) need not to quote for this)	Item136	13.72	KM

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Pb-03-302 Up-Gradation Of Link Road Mdr-46 Basti Hargobind Sahib To Jhotiwala To Dhilwan Khurd To Muktsar-Ferozepur Road , Under Pmgsy Iii ( Batch-I , 2020-21 ) Block Faridkot In District Faridkot Under Package Pb-03-302, Faridkot-Punjab

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Name of Work: UPGRADATION OF LINK ROAD MDR -46 BASTI HARGOBIND SAHIB TO JHOTIWALA TO DHILWAN KHURAD TO MUKATSAR-FEROZEPUR ROAD. BLOCK FARIDKOT, DISTT. FARIDKOT, PACKAGE NO. PB03-302 UNDER PMGSY-III (BATCH-1) YEAR 2020-21 LENGTH : 13.72 KM
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Clearing and grubbing road	Item1
2	2	Clearing and grubbing road Land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.	Item2	5.77	Hec
3	3	Dismantling of existing sturcture	Item3
4	4	Dismantling of existing sturcture like as Dry Brick work comp. as per Specification.	Item4	419.83	Cum
5	5	Dismantling of flexible pavements	Item5
6	6	Dismantling of flexible pavements disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means	Item6	1988.06	Cum
7	7	Excavation for roadway	Item7
8	8	Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	Item8	6343.13	Cum
9	9	Construction of embankment	Item9
10	10	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per MoRD Specification clause\n301.5	Item10	15859.6	Cum
11	11	Construction of embankment	Item11
12	12	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	Item12	6343.13	Cum
13	13	Loosening, Levelling and Compacting original ground	Item13
14	14	Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1	Item14	8565.22	Cum
15	15	Brick edging	Item15
16	16	Prov. and Laying brick edging complete as per Pb PWD specification	Item16	27536.1	Metre
17	17	Granular Sub Base -	Item17
18	18	Granular Sub Base - Construction of granular sub base by Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as per specification,carrying the stone metal from stacks, spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.	Item18	1438.6	Cum
19	19	Granular Sub Base (Grading-I) -	Item19
20	20	Granular Sub Base (Grading-I) -	Item20
21	21	Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401	Item21	5662.63	Cum
22	22	Water Bound Macadam (Grading -I) -	Item22
23	23	Water Bound Macadam (Grading -I) -	Item23
24	24	Water Bound Macadam (Grading -I) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRD Specification Clause 405.	Item24	15634.7	Cum
25	25	Primer Coat -	Item25
26	26	Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502	Item26	77095.2	Sqm
27	27	Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503	Item27	77325.9	Sqm
28	28	Bituminous macadam -Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.4% transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.	Item28	3809.9	Cum
29	29	20mm Thick Open Graded Premix Carpet -	Item29
30	30	20mm Thick Open Graded Premix Carpet -	Item30
31	31	20mm Thick Open Graded Premix Carpet - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using Bitumen(VG-10 1.46 Kg per sqm)to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of Type ‘B as per MoRD specification clause 508.	Item31	77325.9	Sqm
32	32	Seal Coat -	Item32
33	33	Seal Coat - Providing and laying seal coat using Bitumen VG-10 for sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type ‘B’ as per\nMoRD specification clause 510.	Item33	77325.9	Sqm
34	34	CD Works	Item34
35	35	Dismentling of existing structure like as RCC work as per MORD specifications.	Item35	10.5	Cum
36	36	Dismentling of existing structure like	Item36
37	37	Dismentling of existing structure like culverts, bridge, retaining walls etc. (Brick work) and other structure of brick masonary, complete.	Item37	25.11	Cum
38	38	Earth work in excavation for foundation	Item38
39	39	Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material	Item39	2644.79	Cum
40	40	Providing Plain Cement Concrete 1:3:6 in open foundations	Item40
41	41	Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item41	201.68	Cum
42	42	Providing and Laying Reinforced Cement Concrete	Item42
43	43	Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (600 mm dia)	Item43	273.75	Rmt
44	44	Brick Masonry work in cement mortar 1:4	Item44
45	45	Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203	Item45	806.78	Cum
46	46	Brick Masonary work in cement mortar 1:4 in sub structure	Item46
47	47	Brick Masonary work in cement mortar 1:4 in sub structure complte except pointing and plastering as per drawing and technical specification Clauses 602, 603' 604, 1202, & 1204	Item47	160.64	Cum
48	48	Supplying and fixing of 4\" DIA PVC Pipe for weep holes	Item48	89.57	Rmt
49	49	Providing Plain Cement Concrete M-20 for Architectural	Item49
50	50	Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710	Item50	232.7	Rmt
51	51	Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 75mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710	Item51	49.98	Rmt
52	52	Plain cement concrete 1:2:4 M20 in open foundations	Item52
53	53	Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item53	72.43	Cum
54	54	Joint filler	Item54
55	55	Providing and fixing in position premoulded 20mm thick joint filler in expension joints for fixed & as per MORD Specification.	Item55	72	Rmt
56	56	Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure	Item56
57	57	Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per\ndrawings and technical specifications Clause 802,804,805,806,807,1202 & 1204	Item57	9.29	Cum
58	58	Plastering with Cement Mortar (1:4), 15 mm thick on	Item58
59	59	Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204	Item59	1118.66	Sqm
60	60	Plastering with Cement Mortar (1:4), 12 mm thick on	Item60
61	61	Plastering with Cement Mortar (1:4), 12 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204	Item61	26.92	Sqm
62	62	Deep struck Pointing	Item62
63	63	Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204	Item63	1005.18	Sqm
64	64	Painting two coats	Item64
65	65	Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and Technical Specification Clause 1701 (On architectural coping)	Item65	310.84	Sqm
66	66	Finishing walls with exterior decorative	Item66
67	67	Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade including preparation of surface complete as per CSR item no. 16.14 (On parapet)	Item67	230.94	Sqm
68	68	Supplying of Granular Material and backfilling as	Item68
69	69	Supplying of Granular Material and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8	Item69	90.35	Cum
70	70	Supplying of Fine sand and backfilling as filter	Item70
71	71	Supplying of Fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8	Item71	62.39	Cum
72	72	TMT Bars Fe500/550 reinforcement in superstructure	Item72
73	73	Supplying, fitting, and placing TMT Bars Fe500/550 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202	Item73	14.18	Mtr.
74	74	Cement Concrete (Plain / Reinforced) of Grade M25	Item76
75	75	Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Super Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	Item77	110.1	Cum
76	76	Provision of an Reinforced cement concrete crash barrier	Item78
77	77	Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians, constructed with M-40 grade concrete, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH- 3022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. as per CSR 22.12 A	Item79	88.13	Mtr.
78	78	Disposal of dismantled malwa	Item80
79	79	Disposal of dismantled malwa from site (As per CSR 5.2 (i)	Item81	10.5	Cum
80	80	Removing all types of Hume pipes	Item82
81	81	Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.	Item83	20	Rmt
82	82	Making bore and installation	Item84
83	83	Making bore and installation of pumping set for dewatering arrangements complete in all respects (considering 16 no. of bores & 5 m deep) CSR item no. 25.5	Item85	80	Mtr.
84	84	dewatering	Item86
85	85	Making dewatering arrangement by pumping set 4\"x4\" (Tractor driven) CSR Item no. 25.6	Item87	480	Hours
86	86	Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801	Item88
87	87	900 mm equilateral triangle	Item89
88	88	900 mm equilateral triangle	Item90	20	Nos
89	89	600 mm equilateral triangle	Item91
90	90	600 mm equilateral triangle	Item92	25	Nos
91	91	600 mm circular	Item93
92	92	600 mm circular	Item94	5	Nos
93	93	800 mm x 600 mm rectangular	Item95
94	94	800 mm x 600 mm rectangular	Item96	7	Nos
95	95	600 mm x 450 mm rectangular	Item97
96	96	600 mm x 450 mm rectangular	Item98	4	Nos
97	97	900 mm side octegon	Item99
98	98	900 mm side octegon	Item100	4	Nos
99	99	1200 x 900 mm Direction and place identification	Item101
100	100	1200 x 900 mm Direction and place identification	Item102	3	Nos
101	101	Place identification (800x600mm) retro-reflectorised sign	Item103
102	102	Providing and erecting direction and place identification (800x600mm) retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drqwings and Technical Specification Clause 1701	Item104	2	Nos
103	103	PMGSY Logo & Informatory sign board	Item105
104	104	Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item106	2	Nos
105	105	PMGSY Logo sign board with Logo	Item107
106	106	Providing and fixing of typical PMGSY Logo sign board with Logo as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 200x200x5mm in cement concrete M-20 (As per Drg.) grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item108	7	Nos
107	107	Rumble strips	Item109
108	108	Provision of 15 Nos. rumble strips covered with Open Graded Premix bituminous carpet using bitumen & Painted with white road marking paint. 15-20 mm high at centre, 250 mm wide placed at 1 m centre sto centre at approved locations to control speed, marked with white strips of road marking paint. (CSR 24.62A)	Item110	337.25	Rmt
109	109	Reinforced Cement Concrete M15 grade ordinary kilometre stone	Item111
110	110	Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 and Technical Specification Clause 1703	Item112	2	Nos
111	111	Reinforced Cement Concrete M15 grade 5th kilometre stone	Item113
112	112	Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703	Item114	11	Nos
113	113	Reinforced Cement Concrete M15 grade 200 metre	Item115
114	114	Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703	Item116	55	Nos
115	115	Boundary pillar	Item117
116	116	Supplying & fixing of 250mm dia NP Type-II RCC Pipe for Boundary pillar, complete as per drawing and technical Specification Clause 1704	Item118	78	Nos
117	117	PMGSY Citizen Informatory board	Item119
118	118	Providing and fixing of PMGSY Citizen Informatory board as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.	Item120	6	Nos
119	119	Maintenance sign board	Item121
120	120	Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1	Item122	2	Nos
121	121	Road Marking with Hot Applied Thermoplastic	Item123
122	122	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads\non Bituminous Surface comp. as per MORD Specifications.	Item124	606.25	Sqm
123	123	First class Dry brick on ede flooring or paving	Item125
124	124	First class Dry brick on ede flooring or paving in ordinary bounded courses or in herring bond or other special courses/bond alongwith compaction work & preparation of sub grade with including loosening,leveling of earth 225 mm thick top layer,rough dressing of soil ,final dressing of earth to give level camber,watering ,rolling with road roller ,compacting the bed to achieve minimum dry density as give in Table 300-2 as per technical clause 305 of Morth & specification	Item126	384.75	Sqm
125	125	Credit of old material	Item127
126	126	Bricks	Item128	53393	Nos %
127	127	Brick Bats	Item129	222.48	Cum
128	128	Pipes	Item130	15	Nos
129	129	Credit old RCC Pipe (NP type-2) recived after dismantling of existing culverts	Item131	32	Nos
130	130	AMC for 1st Year (Fixed Rate =40817, bidder(s)/vendor(s) need not to quote for this)	Item132	13.72	KM
131	131	AMC for 2ndYear (Fixed Rate =53104, bidder(s)/vendor(s) need not to quote for this)	Item133	13.72	KM
132	132	AMC for 3rd Year (Fixed Rate =80196, bidder(s)/vendor(s) need not to quote for this)	Item134	13.72	KM
133	133	AMC for 4th Year (Fixed Rate =109864, bidder(s)/vendor(s) need not to quote for this)	Item135	13.72	KM
134	134	AMC for 5th Year (Fixed Rate =142298, bidder(s)/vendor(s) need not to quote for this)	Item136	13.72	KM

Pb-03-302 Up-Gradation Of Link Road Mdr-46 Basti Hargobind Sahib To Jhotiwala To Dhilwan Khurd To Muktsar-Ferozepur Road , Under Pmgsy Iii ( Batch-I , 2020-21 ) Block Faridkot In District Faridkot Under Package Pb-03-302, Faridkot-Punjab

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